﻿using System.Collections.Generic;
using System;
using MathNet.Spatial.Euclidean;

namespace FDEE.Model
{
    public class BPTM1 : BPTMBase
    {
        /// <summary>
        /// PTM1盖梁设置
        /// </summary>
        /// <param name="typeName"></param>
        /// <param name="pierNumber"></param>
        /// <param name="height"></param>
        /// <param name="width"></param>
        /// <param name="lwidth"></param>
        /// <param name="calculatedHeight"></param>
        /// <param name="L1"></param>
        /// <param name="L2"></param>
        /// <param name="span"></param>
        public BPTM1(string typeName, string pierNumber,
            int height, int width, double lwidth, int calculatedHeight, int L1, int L2,
            int span) :
            base(typeName, pierNumber, height, width,lwidth, calculatedHeight, L1, L2, span)
        {
        }
        /// <summary>
        /// 配筋算量计算
        /// </summary>
        public override void SetRebarList()
        {
            RebarList = new RebarCollection();
           
            #region 全局变量
            int N1 = 8;
            int N2 = 4;
            int N41 = 10;
            int N43 = 5;
            int N8 = 20;
            int N10 = 12;
            int N12 = 11*2;
            int N13 = 2 * 2;
            int N14 = 16;
            int N15 = 40;
            int N16 = 14;
            int N17 = 8;
            int N18 = 120;
            int N19 = 6*2 ;
            int N20 = 4 * 2;
            #endregion

            #region 1号钢筋
            double LEN1 = (Width - 2 * 50 - 12000) / 2 + 1000 + 1400;
            double LEN2 = 12000;
            double LEN3 = (Width - 2 * 50 - 12000) / 2 - 1000 + 1400;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(1, 1, "", eDB.DB25, (int)LEN1, N1, eShapeType.MA));
            RebarList.Add(new MARebarRecord(1, 2, "", eDB.DB25, (int)LEN2, N1, eShapeType.MA));
            RebarList.Add(new MARebarRecord(1, 3, "", eDB.DB25, (int)LEN3, N1, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += 4 * N1 * 2;
            #endregion


            #region 2号钢筋
            LEN1 = (Width - 2 * 50 - 12000) / 2 - 1000 + 640;
            LEN2 = 12000;
            LEN3 = (Width - 2 * 50 - 12000) / 2 + 1000 + 640;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(2, 1, "", eDB.DB16, (int)LEN1, N2, eShapeType.MA));
            RebarList.Add(new MARebarRecord(2, 2, "", eDB.DB16, (int)LEN2, N2, eShapeType.MA));
            RebarList.Add(new MARebarRecord(2, 3, "", eDB.DB16, (int)LEN3, N2, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB16] += 3 * N2 * 2;
            #endregion

            #region 4#
            //int C = (int)Math.Round( (Width - 100 - 12000) / 2 - 1000 + 980,MidpointRounding.AwayFromZero);
            //RebarList.Add(new MURebarRecord(4, 1, "", eDB.DB25, N41, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, 75));
            //C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + 980, MidpointRounding.AwayFromZero);
            //RebarList.Add(new MURebarRecord(4, 2, "", eDB.DB25, N41, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, 75));
            int C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + 980, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(4, 1, "", eDB.DB25, N41, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, 75));
            C = (int)Math.Round((Width - 100 - 12000) / 2 - 1000 + 980, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(4, 2, "", eDB.DB25, N41, eShapeType.MU, 500, 800 - 100 - 16 - 25, C, 200 - 50 - 25 - 16, 75));


            C = (int)Math.Round((Width - 100 - 12000) / 2 - 1000 + 980, MidpointRounding.AwayFromZero);
            //RebarList.Add(new MURebarRecord(4, 3, "", eDB.DB25, N43, eShapeType.MUC, 500, 290 - 50 - 60, C, 200 - 50 - 25 - 16, 0));
            RebarList.Add(new MURebarRecord(4, 3, "", eDB.DB25, N43, eShapeType.MUC, 500, 290 - 50 - 320 / 2, C, 200 - 50 - 25 - 16, 0));
            C = (int)Math.Round((Width - 100 - 12000) / 2 + 1000 + 980, MidpointRounding.AwayFromZero);
            RebarList.Add(new MURebarRecord(4, 4, "", eDB.DB25, N43, eShapeType.MUC, 500, 290 - 50 - 60, C, 200 - 50 - 25 - 16, 0));
            RebarList.Add(new MARebarRecord(4, 5, "", eDB.DB25, 12000, N41 + N43, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += 3 * (N41 + N43) * 2;
            #endregion

            #region 5# 6# 7# 
            var AA = CalculatedHeight - 2 * 50 - 16 - 25;
            var BB = L1 - 2 * 50 - 2 * 16;
            int quan = (int)Math.Round(Width / 150, MidpointRounding.AwayFromZero) + 1;
            RebarList.Add(new MCRebarRecord(5, 0, "", eDB.DB25, AA, BB, AA, quan, eShapeType.MCB));
            AA = CalculatedHeight - 2 * 50 - 25 - 25;
            RebarList.Add(new MCRebarRecord(6, 0, "", eDB.DB16, AA, BB, AA, quan, eShapeType.MCB));
            //quan = (int)Math.Round(Width / 300, MidpointRounding.AwayFromZero) + 1;
            quan = (int)(Math.Round(Width / 600, MidpointRounding.AwayFromZero) + 1) * 2;
            RebarList.Add(new MORebarRecord(7, 0, "", eDB.DB16, quan, eShapeType.MO, L1 - 2 * 50 - 2 * 16, 350));

            #endregion

            #region 8#
            LEN1 = (Width - 2 * 50 - 12000) / 2 - 1000 + 640;
            LEN2 = 12000;
            LEN3 = (Width - 2 * 50 - 12000) / 2 + 1000 + 640;
            if (LEN1 > 12000 || LEN3 > 12000)
            {
                throw new Exception("钢筋超过定尺");
            }
            RebarList.Add(new MARebarRecord(8, 1, "", eDB.DB16, (int)LEN1, N8, eShapeType.MA));
            RebarList.Add(new MARebarRecord(8, 2, "", eDB.DB16, (int)LEN2, N8, eShapeType.MA));
            RebarList.Add(new MARebarRecord(8, 3, "", eDB.DB16, (int)LEN3, N8, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB16] += 3 * N8 * 2;
            #endregion

            #region 9#
            var LSide = 7000;// 两侧加密长度

            //quan = 70 * 2 + (int)Math.Round((Width - LSide * 2) / 250, MidpointRounding.AwayFromZero) - 1;
            quan = 69 * 2 + (int)Math.Round((Width - LSide * 2 ) / 150, MidpointRounding.AwayFromZero)+1 ;
            AA = Height - 2 * 50 - 2 * 16;
            BB = L2 - 2 * 50 - 2 * 16;
            RebarList.Add(new MORebarRecord(9, 1, "", eDB.DB16, quan, eShapeType.MO, AA, BB));
            //RebarList.Add(new MORebarRecord(9, 2, "", eDB.DB16, quan, eShapeType.MO, AA, 2 * 270 + 120));
            RebarList.Add(new MORebarRecord(9, 2, "", eDB.DB16, quan, eShapeType.MO, AA, 170 * 3 + 25 + 16));
            #endregion

            #region 10#
            LEN1 = (Width - 2 * 50 - 12000) / 2 + 1000 + 1400;
            LEN3 = 12000;
            LEN2 = (Width - 2 * 50 - 12000) / 2 - 1000 + 1400;

            RebarList.Add(new MARebarRecord(10, 1, "", eDB.DB25, (int)LEN1, N10, eShapeType.MA));
            RebarList.Add(new MARebarRecord(10, 2, "", eDB.DB25, (int)LEN2, N10, eShapeType.MA));
            RebarList.Add(new MARebarRecord(10, 3, "", eDB.DB25, (int)LEN3, N10, eShapeType.MA));
            UboltList.UBoltNum[eDB.DB25] += 4 * (N10) * 2;
            #endregion

            #region 12#-17#

            int BlockThick = 200;

            AA = 1500 - 50;
            BB = 2 * 217 + 120 + 2 * 25 + 2 * 12;
            RebarList.Add(new MCRebarRecord(12, 0, "", eDB.DB12, AA, BB, AA, N12, eShapeType.MCB));
            RebarList.Add(new MURebarRecord(13, 0, "", eDB.DB25, N13, eShapeType.MUR, 1450, Height - 100, 1450, 109, 75));
            AA = Height - 2 * 50;
            BB = BlockThick - 2 * 50 - 2 * 12;
            RebarList.Add(new MCRebarRecord(14, 0, "", eDB.DB12, AA, BB, AA, N14, eShapeType.MCB));
            AA = BlockThick - 2 * 50 - 2 * 12;
            BB = (int)Math.Round((L1 - L2) * 0.5 - 2 * 50 - 2 * 12, MidpointRounding.AwayFromZero);
            RebarList.Add(new MORebarRecord(15, 0, "", eDB.DB12, N15, eShapeType.MO, AA, BB));
            AA = Height - 100 - 2 * 12;
            BB = 1000 - 2 * 50 - 2 * 12;
            RebarList.Add(new MORebarRecord(16, 0, "", eDB.DB12, N16, eShapeType.MO, AA, BB));
            RebarList.Add(new MORebarRecord(17, 0, "", eDB.DB12, N17, eShapeType.MO, AA, BB));
            #endregion

            #region 18#
            AA = L2 - 2 * 50;
            RebarList.Add(new MCRebarRecord(18, 0, "", eDB.DB12, AA, 500, AA, N18, eShapeType.MCR));

            AA = 1500 - 50;
            BB = 2 * 217 + 120 + 2 * 25 + 2 * 12;
            RebarList.Add(new MCRebarRecord(19, 0, "", eDB.DB12, AA, BB, AA, N19, eShapeType.MCT));
            AA = Height  - 2 * 50;
            RebarList.Add(new MARebarRecord(20, 0, "", eDB.DB12, AA, N20, eShapeType.MA));
            #endregion
        }
        /// <summary>
        /// 预应力计算
        /// </summary>
        public override void SetTendonList(ref System.Data.DataTable ElongTable)
        {
            TendonDistribute = new RebarTendonDistribute(320, new List<double>() { 217*2 });

            List<Point2D> V1 = new List<Point2D>()
            {
                new Point2D(0,1.984),
                new Point2D(11.3,0.550),
                new Point2D(5.3,1.028),
            };
            List<Point2D> V2 = new List<Point2D>()
            {
                new Point2D(0,1.543),
                new Point2D(11.3,0.350),
                new Point2D(5.3,0.749),
            };
            List<Point2D> V3 = new List<Point2D>()
            {
                new Point2D(0,1.129),
                new Point2D(11.3,0.350),
                new Point2D(5.3,0.611),
            };
            List<Point2D> V4 = new List<Point2D>()
            {
                new Point2D(0,0.687),
                new Point2D(11.3,0.150),
                new Point2D(5.3,0.330),
            };
            List<Point2D> V5 = new List<Point2D>()
            {
                new Point2D(0,0.271),
                new Point2D(11.3,0.150),
                new Point2D(5.3,0.191),
            };

            TendonList.Add(new CSCTendonRecord(1, 1, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V1[1].X, V1[0], V1[1], V1[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(2, 1, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V1[1].X, V1[0], V1[1], V1[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(3, 1, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V2[1].X, V2[0], V2[1], V2[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(4, 1, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V2[1].X, V2[0], V2[1], V2[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(5, 2, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V3[1].X, V3[0], V3[1], V3[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(6, 2, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V3[1].X, V3[0], V3[1], V3[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(7, 2, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V4[1].X, V4[0], V4[1], V4[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(8, 2, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V4[1].X, V4[0], V4[1], V4[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(9, 2, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V5[1].X, V5[0], V5[1], V5[2]), ref ElongTable);
            TendonList.Add(new CSCTendonRecord(10, 2, eStrandClass.S152, 22, eForceType.OneEnd, 4351, Width * 1e-3 - 2 * V5[1].X, V5[0], V5[1], V5[2]), ref ElongTable);


        }
    }
}
